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<http://digilib.unila.ac.id/id/eprint/56873> <http://purl.org/dc/terms/title> "STUDI EKSPERIMENTAL PERKUATAN BALOK BETON BERTULANG\r\n\r\nDENGAN KOMBINASI GFRP DAN WIREMESH"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/56873> <http://purl.org/ontology/bibo/abstract> "Penelitian pada skripsi ini merupakan studi eksperimental untuk menyelidiki\r\nperilaku lentur elemen balok beton bertulang yang diperkuat dengan kombinasi\r\nGFRP dan wiremesh terhadap balok normal tanpa perkuatan. Balok beton dengan\r\ntotal panjang 1700 mm, lebar dan tinggi 150 mm sebanyak 6 buah dipergunakan\r\ndengan kuat tekan beton 26,43 MPa. Dua balok tanpa perkuatan (BN) dan 2 buah\r\ndengan perkuatan wiremesh 2 lapis (BW) dan 2 balok lagi dengan perkuatan\r\nkombinasi 2 lapis GFRP dan 1 lapis wiremesh (BGW).\r\nBalok diuji diatas dua perletakan sederhana terhadap 2 beban titik diatasnya\r\ndilakukan secara bertahap sampai balok runtuh/gagal. Hasil eksperimen\r\nmenunjukkan bahwa kapasitas beban pada BW 2 meningkat sebesar 11,32%\r\nterhadap BN 1 dan meningkat 27,71% terhadap BN 2, sedangkan BGW 1\r\nmengalami peningkatan sebesar 69,81% terhadap BN 1 dan 94,80% terhadap BN\r\n2, sementara untuk balok BGW 2 mengalami peningkatan sebesar 75,47%\r\nterhadap BN 1 dan 101,30% terhadap BN 2. Dari hasil penelitian balok yang\r\nmenggunakan perkuatan, hanya balok BW 1 yang mengalami penurunan kapasitas\r\nbeban yaitu sebesar 24,15% terhadap BN 1 dan 12,99% terhadap BN 2.\r\nBalok tanpa perkuatan mengalami kegagalan lentur dengan beton hancur setelah\r\ntulangan meleleh. Begitu juga balok dengan perkuatan wiremesh patah ditengah\r\nbentang dengan perilaku yang sama. Sebaliknya balok dengan perkuatan\r\ngabungan GFRP dan wiremesh mengalami kegagalan dengan terlepasnya\r\nperkuatan di bagian salah satu ujungnya yang dikenal dengan istilah debonding\r\nfailure.\r\nKata kunci: beton bertulang, perkuatan, GFRP , wiremesh, kapasitas beban.\r\nThe research on this thesis are about experimental study for investigating flexure\r\nbehaviour of reinforced concrete beam that strengthened with GFRP and\r\nwiremesh in comparison with normal reinforced concrete beam. Six concrete\r\nbeams with length 1700 mm, width and height 150 mm and compressive strength\r\nof 26,43 MPa are used in this study. Two beams without using any strengthening\r\n(BN) and 2 beams with 2 layers of wiremesh strengthening (BW) and 2 beams\r\nwith 2 layers of GFRP and 1 layer of wiremesh strengthening (BGW).\r\nThe beams was tested over two simple restrain against two point loads above it,\r\nthe test are done gradually until the beams was collapsed/fail. The experiment\r\nshows that the load capacity of BW 2 increased by 11,32% in comparison with\r\nBN 1 and increased 27,71% in comparison with BN 2, while BGW 1 have\r\nincreased the load capacity by 69,81% in comparison with BN 1 and increased by\r\n94,80% in comparison with BN 2, while for BGW 2 have increased the load\r\ncapacity by 75,47% in comparison with BN 1 and increased by 101,30% in\r\ncomparison with BN 2. Based on the experiment from strengthened beams, it\r\nshows only BW 1 have decreased load capacity by 24,15% in comparison with\r\nBN 1 and decreased by 12,99% in comparison with BN 2.\r\nNormal reinforced concrete beams experience flexural failure with the concrete\r\nfailed before the reinforcement yielded. The same with beams that are\r\nstrengthened with wiremesh fail with broken in the middle of the span. On\r\ncontrary beams with combination of GFRP and wiremesh failure are caused by\r\nthe loosened of the strengthened in the end of span known as debonding failure.\r\nKeyword : reinforced concrete, strengthening, GFRP, wiremesh, load capacity."^^<http://www.w3.org/2001/XMLSchema#string> .
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<http://digilib.unila.ac.id/id/document/1914668> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/56873/12/preview.jpg> .
<http://digilib.unila.ac.id/56873/12/preview.jpg> <http://www.w3.org/2000/01/rdf-schema#label> "preview.jpg"^^<http://www.w3.org/2001/XMLSchema#string> .
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<http://digilib.unila.ac.id/id/document/1914669> <http://eprints.org/relation/isVersionOf> <http://digilib.unila.ac.id/id/document/1914589> .
<http://digilib.unila.ac.id/id/document/1914669> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/1914589> .
<http://digilib.unila.ac.id/id/document/1914669> <http://eprints.org/relation/ismediumThumbnailVersionOf> <http://digilib.unila.ac.id/id/document/1914589> .
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<http://digilib.unila.ac.id/id/document/1914669> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/56873/13/medium.jpg> .
<http://digilib.unila.ac.id/56873/13/medium.jpg> <http://www.w3.org/2000/01/rdf-schema#label> "medium.jpg"^^<http://www.w3.org/2001/XMLSchema#string> .
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<http://digilib.unila.ac.id/id/document/1914670> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/1914589> .
<http://digilib.unila.ac.id/id/document/1914670> <http://eprints.org/relation/issmallThumbnailVersionOf> <http://digilib.unila.ac.id/id/document/1914589> .
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<http://digilib.unila.ac.id/id/document/1914670> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/56873/14/small.jpg> .
<http://digilib.unila.ac.id/56873/14/small.jpg> <http://www.w3.org/2000/01/rdf-schema#label> "small.jpg"^^<http://www.w3.org/2001/XMLSchema#string> .
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<http://digilib.unila.ac.id/id/document/1914672> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/56873/16/preview.jpg> .
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<http://digilib.unila.ac.id/id/document/1914674> <http://eprints.org/relation/isVersionOf> <http://digilib.unila.ac.id/id/document/1914595> .
<http://digilib.unila.ac.id/id/document/1914674> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/1914595> .
<http://digilib.unila.ac.id/id/document/1914674> <http://eprints.org/relation/issmallThumbnailVersionOf> <http://digilib.unila.ac.id/id/document/1914595> .
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<http://digilib.unila.ac.id/id/document/1914674> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/56873/18/small.jpg> .
<http://digilib.unila.ac.id/56873/18/small.jpg> <http://www.w3.org/2000/01/rdf-schema#label> "small.jpg"^^<http://www.w3.org/2001/XMLSchema#string> .
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